松岡 元 | Department Of Civil Engineering Nagoya Institute Of Technology

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概要

• 松岡 元の詳細を見る
• 同名の論文著者
• Department Of Civil Engineering Nagoya Institute Of Technologyの論文著者

関連著者

• 松岡 元

  Department Of Civil Engineering Nagoya Institute Of Technology

• 松岡 元

  Department of Civil Engineering, Nagoya Institute of Technology

• Matsuoka H

  Nagoya Inst. Technol. Nagoya

• Matsuoka H

  Department Of Civil Engineering Nagoya Institute Of Technology

• 中井 照夫

  Department Of Civil Engineering Nagoya Institute Of Technology

• 松岡 元

  名古屋工業大学

• 劉 斯宏

  中国河海大学水利水電工程学院

• 孫 徳安

  上海大学土木工程系

• 鈴木 康之

  Nagoya Port Authority:nagoya Institute Of Technology

• 松岡 元

  名古屋工業大学大学院工学研究科社会工学専攻

• 上野 健治

  Kajima Construction Co. Ltd.

• Sun De'an

  Venture Business Laboratory Nagoya Institute Of Technology

• 孫 徳安

  Department of Civil Engineering, Nagoya Institute of Technology

• 星川 拓哉

  Nagoya Port Authority

• 村田 卓則

  Aichi Prefecture Government:nagoya Institute Of Technology

• 外賀 秀明

  Hiroshima Technical Institute Mitsubishi Heavy Industries Ltd.

• 松岡 元

  名古屋工業大学社会開発工学科

• 劉 斯宏

  Research Fellow, ditto

• 劉 斯宏

  Department of Civil Engineering, Nagoya Institute of Technology

• 劉 斯宏

  Graduate Student of Doctor Course, ditto.

• 星川 拓哉

  Department of Civil Engineering, Nagoya Institute of Technology, Nagoya.

• 竹田 一夫

  Disaster Prevention Research Institute Kyoto University:formerly Graduate Student At Nagoya Institut

• 村田 卓則

  Aichi Prefecture Government

• 小山 浩史

  Civil Engineering Division, Ohbayashi-gumi Ltd.,

• 山崎 浩之

  Department of Civil Engineering, Nagoya Institute of Technology

• 奥野 直己

  Hokuriku Branch, Shimizu Construction Co., Ltd.,

• 都築 顕司

  Department of Civil Engineering, Nagoya Institute of Technology.

• 榊原 和成

  Japan Highway Public Corporation(formerly Nagoya Institute Of Technology)

• 外賀 秀明

  Chemical Plant Engineering Center, Mitsubishi Heavy Industries Ltd.,

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著作論文

• NEW EARTH REINFORCEMENT METHOD BY SOILBAGS ("DONOW")
• MICROSCOPIC INTERPRETATION ON A STRESS-DILATANCY RELATIONSHIP OF GRANULAR MATERIALS
• SIMPLIFIED DIRECT BOX SHEAR TEST ON GRANULAR MATERIALS AND ITS APPLICATION TO ROCKFILL MATERIALS
• 主応力回転を考慮した土の構成モデルとその種々の変形問題への適用(『土質工学会論文報告集』Vol. 30,No.1 (1990年3月発行)掲載論文の概要)
• A CONSTITUTIVE MODEL FOR SOILS EVALUATING PRINCIPAL STRESS ROTATION AND ITS APPLICATION TO SOME DEFORMATION PROBLEMS
• EXTENSION OF SPATIALLY MOBILIZED PLANE (SMP) TO FRICTIONAL AND COHESIVE MATERIALS AND ITS APPLICATION TO CEMENTED SANDS
• EXTENSION OF SPATIALLY MOBILIZED PLANE (SMP) TO FRICTIONAL AND COHESIVE MATERIALS AND ITS APPLICATION TO CEMENTED SANDS
• A GENERAL FAILURE CRITERION AND STRESS-STRAIN RELATION FOR GRANULAR MATERIALS TO METALS
• A GENERAL FAILURE CRITERION AND STRESS-STRAIN RELATION FOR GRANULAR MATERIALS TO METALS
• A STRESS-STRAIN RELATIONSHIP FOR GRANULAR MATERIALS DERIVED FROM MICROSCOPIC SHEAR MECHANISM
• A CONSTITUTIVE EQUATION FOR SANDS AND ITS APPLICATION TO ANALYSES OF ROTATIONAL STRESS PATHS AND LIQUEFACTION RESISTANCE
• TRUE TRIAXIAL TESTS ON NORMALLY CONSOLIDATED CLAY AND ANALYSIS OF THE OBSERVED SHEAR BEHAVIOR USING ELASTOPLASTIC CONSTITUTIVE MODELS
• A GENERALIZED ELASTOPLASTIC CONSTITUTIVE MODEL FOR CLAY IN THREE-DIMENSIONAL STRESSES
• RELATIONSHIP AMONG TRESCA, MISES, MOHR-COULOMB AND MATSUOKA-NAKAI FAILURE CRITERIA
• CONSTITUTIVE EQUATION FOR SOILS BASED ON THE EXTENDED CONCEPT OF "SPATIAL MOBILIZED PLANE" AND ITS APPLICATION TO FINITE ELEMENT ANALYSIS
• SHEAR BEHAVIORS OF SAND AND CLAY UNDER THREE-DIMENSIONAL STRESS CONDITION
• A STRESS-STRAIN MODEL FOR GRANULAR MATERIALS CONSIDERING MECHANISM OF FABRIC CHANGE
• A STRESS-STRAIN MODEL FOR GRANULAR MATERIALS CONSIDERING MECHANISM OF FABRIC CHANGE
• A CONSTITUTIVE MODEL FOR SANDS AND CLAYS EVALUATING PRINCIPAL STRESS ROTATION

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